JPH0654233B2 - Underground drilling hole accuracy confirmation device - Google Patents
Underground drilling hole accuracy confirmation deviceInfo
- Publication number
- JPH0654233B2 JPH0654233B2 JP60186560A JP18656085A JPH0654233B2 JP H0654233 B2 JPH0654233 B2 JP H0654233B2 JP 60186560 A JP60186560 A JP 60186560A JP 18656085 A JP18656085 A JP 18656085A JP H0654233 B2 JPH0654233 B2 JP H0654233B2
- Authority
- JP
- Japan
- Prior art keywords
- slot
- hole
- antenna
- confirmation device
- excavation
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 238000012790 confirmation Methods 0.000 title description 8
- 238000005553 drilling Methods 0.000 title 1
- 238000009412 basement excavation Methods 0.000 claims description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 13
- 230000005484 gravity Effects 0.000 claims description 4
- 230000005540 biological transmission Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 230000002238 attenuated effect Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000035699 permeability Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Radar Systems Or Details Thereof (AREA)
Description
【発明の詳細な説明】 ≪産業上の利用分野≫ この発明は地中掘削孔の精度確認装置に関し、特に泥水
を満しながら掘削される溝状の地中掘削孔の精度確認装
置に関する。Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a device for confirming the accuracy of an underground excavation hole, and more particularly to a device for confirming the accuracy of a groove-like underground excavation hole that is excavated while filling muddy water.
≪従来技術と問題点≫ 周知のように、地下構造物を構築する際に設けられる土
留壁あるいは止水壁などの構築工法として地中連続壁工
法がある。<< Conventional Technology and Problems >> As is well known, there is an underground continuous wall method as a construction method for retaining walls or water-stop walls provided when constructing an underground structure.
この工法では、通常掘削溝孔の崩壊を防止しつつ、作業
の安定性を確保するなどの目的で、掘削溝孔内に泥水を
充満しながら掘削する。溝孔の掘削が終了すると、掘削
溝孔内へ鉄筋篭を建込んで、泥水と置換しながコンクリ
ートの打設が行なわれることになるが、これらの作業に
先立って掘削溝孔の精度の確認が行なわれる。In this method, excavation is performed while the excavation slot is filled with mud water for the purpose of preventing the collapse of the excavation slot and ensuring the stability of the work. When the excavation of the ditch is completed, a rebar cage will be installed inside the ditch to place concrete without replacing mud water. Confirmation is done.
この確認は施工の信頼性を確保するためには極めて重要
な意味を有し、通常は掘削溝孔壁の崩壊の有無、あるい
は設計どおりの溝幅と深度を有しているかなどが測定さ
れる。This confirmation is extremely important for ensuring the reliability of the construction, and it is usually measured whether or not the wall of the excavation groove collapses, or whether the groove width and depth are as designed. .
このような掘削溝孔の状態を確認する装置としては、従
来から超音波を溝孔の壁面に投射して行なうものが提供
されている。As a device for confirming the state of such an excavation groove hole, conventionally, there has been provided one that projects ultrasonic waves on the wall surface of the groove hole.
しかしながら、超音波による確認装置には以下に示す問
題があった。However, the ultrasonic confirmation device has the following problems.
すなわち、近時の地中連続壁工法は、徐々に深度が大き
くなり、例えば百数十メートルに及ぶ地中連続壁も出現
している。That is, in the recent underground continuous wall construction method, the depth gradually increases, and for example, an underground continuous wall extending to hundreds of tens of meters has also appeared.
このような大深度に構築される地中連続壁では、強大な
土水圧が加わるため、掘削溝孔内に満される泥水は、逸
泥を効果的に防止しないと孔壁が崩壊する惧れが大きく
なる。Since a large continuous earth pressure is applied to the underground continuous wall constructed at such a large depth, the muddy water filled in the excavation ditch may collapse unless the mud is effectively prevented. Grows larger.
逸泥を防止するためには、泥水の濃度や粘性を上げるこ
とが有効であって、例えばその比重が1.2以上のもの
が一般的に使用されている。It is effective to increase the concentration and viscosity of mud in order to prevent the loss of mud, and for example, those having a specific gravity of 1.2 or more are generally used.
この場合、本発明者らの実験によると、前述した超音波
による掘削溝孔の精度の確認が極めて困難となる。In this case, according to the experiments by the present inventors, it becomes extremely difficult to confirm the accuracy of the excavation groove hole by the above-mentioned ultrasonic waves.
これは、超音波が高濃度,高粘性の泥水中で大きく減衰
して、明瞭な反射波が得られないことや、粘性のため泥
水中に含有する気泡の影響によると思われる。This is probably because ultrasonic waves are greatly attenuated in high-concentration and high-viscosity mud water and a clear reflected wave cannot be obtained, and the effect of bubbles contained in the mud water due to viscosity.
この発明はこのような問題点に鑑みてなされたものであ
って、その目的とするところは、特に高濃度,高粘性の
泥水を用いた場合でも、掘削溝孔の精度確認が可能な装
置を提供することにある。The present invention has been made in view of the above problems, and an object thereof is to provide an apparatus capable of confirming the accuracy of an excavation groove even when mud having a high concentration and a high viscosity is used. To provide.
≪問題点を解決するための手段≫ 上記目的を達成するため、この発明は、比重が1.2以
上の泥水を満たしながら掘削された溝孔内に吊下された
該溝孔の精度を確認する装置であって、装置本体を吊下
支持する深度計と、該装置本体の外側に取付けられ該溝
孔の両側壁との間で数百MHZ〜数GHZの連続ないし
は間欠的なマイクロ波の送受信をする一対のアンテナ部
と、該アンテナ部の制御と送受信号の時間遅れに基づく
処理・表示を行なう地上に設けられた処理装置と、該装
置本体に装着されその該溝孔内での姿勢を計測する手段
とを備えてなることを特徴とする。<< Means for Solving the Problems >> In order to achieve the above object, the present invention confirms the accuracy of the groove hole suspended in the groove hole excavated while filling the muddy water having a specific gravity of 1.2 or more. an apparatus for in a depth gauge for suspended supporting the apparatus body, the device several hundred MH Z continuous or intermittent micro to several GH Z between the both side walls of the attached groove hole on the outside of the body A pair of antenna units for transmitting and receiving waves, a processing unit installed on the ground for controlling the antenna unit and performing processing / display based on the time delay of transmission / reception signals, and in the slot installed in the main body of the unit. And a means for measuring the posture of the.
≪作 用≫ 上記構成の精度確認装置では、数百MHZ〜数GHZの
連続ないしは間欠的なマイクロ波の送受信によって掘削
溝孔の壁面を観測するため、溝孔内に高濃度,高粘性の
泥水が充満されていてもマイクロ波の減衰が少く、かつ
指向性が良好であって、明瞭に壁面を確認できる。In accuracy check device «work for» above configuration hundreds MH for observing the wall surface of the Z ~ number GH Z of continuous or intermittent excavation hole by transmitting and receiving microwaves, a high concentration into the groove hole, high viscosity Even if it is filled with muddy water, the attenuation of microwaves is small, the directivity is good, and the wall surface can be clearly seen.
≪実施例≫ 以下、本発明の好適な実施例について添付図面を参照し
て詳細に説明する。<< Examples >> Hereinafter, preferred examples of the present invention will be described in detail with reference to the accompanying drawings.
第1図および第2図は、本発明に係る地中掘削孔の精度
確認装置の設置状態を示しており、装置は泥水10を充
満しながら掘削された溝孔12内に吊下されている。FIG. 1 and FIG. 2 show the installed state of the accuracy confirmation device for an underground excavation hole according to the present invention, which is suspended in a ditch hole 12 excavated while being filled with muddy water 10. .
同図に示す精度確認装置は、溝孔12の幅方向に設置さ
れた巻取機14と、この巻取機14に電気コード16を
捲回して吊下された円筒状の装置本体18と、この装置
本体18の外側に取付けられた一対のアンテナ部20,
20と、前記電気コード16を介して接続されアンテナ
部20の制御と、これらの送受信号の処理ないしは表示
を行なう地上に設けられた処理装置22と、装置本体1
8の溝孔12内での姿勢を制御する重錘24とから概略
構成されている。The accuracy confirmation device shown in the figure includes a winder 14 installed in the width direction of the slot 12, and a cylindrical device body 18 in which an electric cord 16 is wound around the winder 14 and suspended. A pair of antenna units 20 attached to the outside of the device body 18,
20, a processing unit 22 connected to the electric cord 16 for controlling the antenna unit 20 and for processing or displaying these transmission / reception signals, a processing unit 22 provided on the ground, and an apparatus main body 1
8 and a weight 24 that controls the posture in the slot 12.
上記巻取機14は、装置本体18のアンテナ部20の溝
孔12内での鉛直距離を測定する深度計を兼ねるもので
あって、その巻軸に例えばロータリーエンコーダなどの
回転を直線距離に変換するセンサーが取付けられてい
て、このセンサーの出力も上記処理装置22に入力され
る。The winder 14 also serves as a depth gauge for measuring the vertical distance in the slot 12 of the antenna unit 20 of the device body 18, and the rotation of the rotary shaft of the rotary encoder is converted into a linear distance. A sensor is installed, and the output of this sensor is also input to the processing device 22.
上記アンテナ部20は、円筒状の装置本体18の外側対
向位置にあって、上記溝孔12の両側壁12a ,12b
に、その表面がそれぞれ対向するように吊下される。The antenna part 20 is located at a position facing the outside of the cylindrical device body 18, and is located on both side walls 12a and 12b of the slot 12.
Are suspended so that their surfaces face each other.
また、各アンテナ部20は第2図に平面形状を示すよう
に、ほぼ円板状の部材であって、所定の間隔を置いて設
けられた送信アンテナ20a と、受信アンテナ20b と
を有し、それぞれのアンテナ20a 、20b は、ほぼ同
じ形状の金属平板から構成され、一対の三角形を頂点で
繋いだ形状となっていて、それぞれ適当な弾性材,緩衝
材,保護材などを介在させてケース20c 内に収められ
ている。As shown in the plan view of FIG. 2, each antenna unit 20 is a substantially disk-shaped member, and has a transmitting antenna 20a and a receiving antenna 20b that are provided at a predetermined interval, Each of the antennas 20a and 20b is composed of a metal flat plate having substantially the same shape, and has a shape in which a pair of triangles are connected at apexes. It is housed inside.
このアンテナ部20は、上記処理装置22から電気コー
ド16を介して送られた数百MHZ〜数GHZのマイク
ロ波Mを、各送信アンテナ20aから各側壁12a ,1
2b に向けて連続ないしは間欠的に投射し、側壁12a
,12b で反射したマイクロ波Mを各受信アンテナ2
0b で受ける。ここで、数百MHZ〜数GHZのマイク
ロ波Mを用いたのは、波長が短くなると指向性が良くな
るものの透過性が悪くなる(減衰する)反面で、波長が
長くなると透過性が良くなるものの指向性が悪くなるの
で、透過性と指向性とを両立させるためである。The antenna unit 20 includes a microwave M hundreds MH Z ~ number GH Z sent through the electrical cord 16 from the processing device 22, each side wall 12a from the transmitting antenna 20a, 1
2b toward the side wall 12a continuously or intermittently.
, 12b, the microwave M reflected by each receiving antenna 2
Receive at 0b. Here, several hundred of using a microwave M of MH Z ~ number GH Z, with the permeability of what directivity is improved deteriorated (attenuated) whereas the wavelength is shortened, is a transparent wavelength becomes longer This is for improving both the transparency and the directivity because the directivity is deteriorated though it is improved.
上記処理装置22は、各アンテナ部20にマイクロ波M
を送り出したり、送受信アンテナ20a ,20b 間のマ
イクロ波Mの時間遅れに基づいて、各アンテナ部20と
両側壁12a ,12b の距離を演算したり、この演算結
果に基づいて上記深度計による鉛直距離の函数としてこ
れを表示することなどを行なうもので、例えばマイクロ
コンピュータなどが使用される。The processing device 22 includes a microwave M for each antenna unit 20.
Or calculate the distance between each antenna unit 20 and the side walls 12a and 12b based on the time delay of the microwave M between the transmitting and receiving antennas 20a and 20b, and based on the calculation result, the vertical distance measured by the depth gauge. Is displayed as a function of, for example, a microcomputer is used.
上記重錘24は、上記装置本体18の下端に装着され、
本体18の姿勢を鉛直状態に且つ、各アンテナ部20が
ほぼ側壁12a ,12b 側を向くようにするものである
が、装置本体18の鉛直ないしは水平方向の姿勢を計測
する傾斜計であってもよい。The weight 24 is attached to the lower end of the device body 18,
The posture of the main body 18 is in the vertical state, and the respective antenna parts 20 are oriented substantially toward the side walls 12a and 12b. However, even if the inclinometer measures the posture of the main body 18 in the vertical or horizontal direction, Good.
上記構成の確認装置は、巻取機14の電気コード16を
徐々に緩めながら、深度およびマイクロ波Mの投反射に
よる溝幅の計測・表示を溝孔12の上端から下端まで行
なう。The checking device having the above configuration measures and displays the depth and the groove width by projecting and reflecting the microwave M from the upper end to the lower end of the groove 12 while gradually loosening the electric cord 16 of the winder 14.
マイクロ波Mによる溝孔12の確認は、溝孔12内に例
えばその比重が1.2以上の高濃度,高粘性の泥水10
が充満されていても、減衰が極めて小さく、しかも指向
性が良いので明瞭に観測できる。The confirmation of the slot 12 by the microwave M is performed in the slot 12 by, for example, a highly concentrated and highly viscous muddy water 10 having a specific gravity of 1.2 or more.
Even if it is full, it can be clearly observed because the attenuation is extremely small and the directivity is good.
なお、上記実施例では、アンテナ部20を側壁12a ,
12b に対向するように一対設けたものを例示したが、
アンテナ部20は装置本体18を略90度で分割するよ
うに4個取付け、マイクロ波Mの投反射によって、装置
本体18の溝孔12内での横方向の位置も同時に測定で
きるようにしてもよい。In the above embodiment, the antenna part 20 is provided on the side wall 12a,
An example is shown in which a pair is provided so as to face 12b.
Four antenna units 20 are attached so that the device body 18 is divided at approximately 90 degrees, and the horizontal position in the slot 12 of the device body 18 can be simultaneously measured by projecting and reflecting the microwave M. Good.
≪発明の効果≫ 以上、実施例で詳細に説明したように、本発明による地
中掘削孔の精度確認装置によれば、高濃度,高粘性の泥
水に対しても透過性と指向性とを両立させることができ
る数百MHZ〜数GHZの連続ないしは間欠的なマイク
ロ波を用いるので、掘削孔の明瞭な観測,確認ができる
などの優れた効果が得られる。<< Effects of the Invention >> As described in detail above with reference to the embodiments, according to the accuracy confirmation device for an underground excavation hole according to the present invention, permeability and directivity can be obtained even for high-concentration, high-viscosity mud water. since use of continuous or intermittent microwave hundreds MH Z ~ number GH Z which can be compatible, clear observation borehole, excellent effects such as can be confirmed obtained.
第1図は本発明装置の設置状態の説明図、第2図は同装
置のアンテナ部の平面図である。 10……泥水、12……溝孔 14……巻取機、16……電気コード 18……装置本体、20……アンテナ部 22……処理装置FIG. 1 is an explanatory view of an installation state of the device of the present invention, and FIG. 2 is a plan view of an antenna section of the device. 10 ... Muddy water, 12 ... Groove 14 ... Winder, 16 ... Electrical cord 18 ... Device body, 20 ... Antenna part 22 ... Processor
Claims (1)
削された溝孔内に吊下され該溝孔の精度を確認する装置
であって、装置本体を吊下支持する深度計と、該装置本
体の外側に取付けられ該溝孔の両側壁との間で数百MH
Z〜数GHZの連続ないしは間欠的なマイクロ波の送受
信をする一対のアンテナ部と、該アンテナ部の制御と送
受信号の時間遅れに基づく処理・表示を行なう地上に設
けられた処理装置と、該装置本体に装着されその該溝孔
内での姿勢を計測する手段とを備えてなることを特徴と
する地中掘削孔の精度確認装置。1. A device for suspending and supporting a device body, which is a device for suspending and supporting a device body, the device being suspended in a ditch hole excavated while filling muddy water having a specific gravity of 1.2 or more. It is attached to the outside of the main body of the apparatus and is several hundreds of MH between both side walls of the slot.
Z to several GH Z , a pair of antenna units for transmitting and receiving continuous or intermittent microwaves, and a processing unit provided on the ground for controlling the antenna units and performing processing / display based on the time delay of transmission / reception signals, An apparatus for confirming accuracy of an underground excavation hole, which is mounted on the apparatus main body, and is provided with means for measuring a posture in the slot hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60186560A JPH0654233B2 (en) | 1985-08-27 | 1985-08-27 | Underground drilling hole accuracy confirmation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60186560A JPH0654233B2 (en) | 1985-08-27 | 1985-08-27 | Underground drilling hole accuracy confirmation device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6247511A JPS6247511A (en) | 1987-03-02 |
| JPH0654233B2 true JPH0654233B2 (en) | 1994-07-20 |
Family
ID=16190663
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP60186560A Expired - Lifetime JPH0654233B2 (en) | 1985-08-27 | 1985-08-27 | Underground drilling hole accuracy confirmation device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0654233B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104280727A (en) * | 2014-09-18 | 2015-01-14 | 长沙科瑞德电气有限公司 | Microwave narrow beam depth sounding device |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS557525B2 (en) * | 1974-05-13 | 1980-02-26 | ||
| JPS5677709A (en) * | 1979-11-28 | 1981-06-26 | Hachiro Hirota | Underground form measuring device for measure form, dimensions, inclination and its direction of underground hole |
-
1985
- 1985-08-27 JP JP60186560A patent/JPH0654233B2/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104280727A (en) * | 2014-09-18 | 2015-01-14 | 长沙科瑞德电气有限公司 | Microwave narrow beam depth sounding device |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6247511A (en) | 1987-03-02 |
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